+33.17340, -90.89073
33°10'24" N, 90°53'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:SA7600000000062
Location:SEC 2 T15N R 7W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2016]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:4.5 tons [4.1 metric tons]
Sufficiency rating:32.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$286,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201632.9PoorFairFairPoorSD50
January 201632.9PoorFairFairPoorSD50
January 201532.9PoorFairFairPoorSD50
January 201432.9PoorFairFairPoorSD50
January 201332.9FairFairFairFairSD50
January 201232.9PoorFairFairPoorSD50
January 201128.9PoorFairFairPoorSD50
January 201056.7FairSatisfactoryFairFairFO50
February 200856.7FairSatisfactoryFairFairFO50
February 200656.7FairSatisfactoryFairFairFO50
January 200456.7FairSatisfactoryFairFairFO50
February 200256.7FairSatisfactoryFairFairFO50
February 200056.7FairSatisfactoryFairFairFO50
February 199866.8FairGoodSatisfactorySatisfactoryFO50
February 199666.8FairGoodSatisfactorySatisfactoryFO50